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Wave induced instantaneously-liquefied soil depth in a non-cohesive seabed 期刊论文
Ocean Engineering, 2018, 卷号: 153, 页码: 412-423
Authors:  Qi WG(漆文刚);  Gao FP(高福平)
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Steady flow-induced instability of a partially embedded pipeline: Pipe-soil interaction mechanism 期刊论文
Ocean Engineering, 2011, 卷号: 38, 期号: 7, 页码: 934-942
Authors:  Gao FP(高福平);  Yan SM(闫术明);  Yang B(杨兵);  Luo CC(雒承才);  Gao, FP (reprint author), Chinese Acad Sci, Inst Mech, Key Lab Hydrodynam & Ocean Engn, Beijing 100190, Peoples R China
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Submarine Pipeline  On-bottom Stability  Pipe-soil Interaction  Ocean Currents  Sandy Seabed  Stability  Currents  
Non-Linear Wave-Induced Transient Response of Soil Around a Trenched Pipeline 期刊论文
Ocean Engineering, 2006, 卷号: 33, 期号: 3-4, 页码: 311-330
Authors:  Gao FP(高福平);  Wu YX(吴应湘);  Gao, FP (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100080, Peoples R China.
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The Response of Bucket Foundation under Horizontal Dynamic Loading 期刊论文
Ocean Engineering, 2006, 卷号: 33, 期号: 7, 页码: 964-973
Authors:  Wang YH(王义华);  Lu XB(鲁晓兵);  Wang SY(王淑云);  Wang, YH (reprint author), Chinese Acad Sci, Inst Mech, Beijing 100080, Peoples R China.
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A 3-D Model for Ocean Waves Over a Columb-Damping Poroelastic Seabed 期刊论文
Ocean Engineering, 2004, 卷号: 31, 期号: 5-6, 页码: 561-585
Authors:  Lin M(林缅);  Jeng DS;  Jeng, DS (reprint author), Chinese Acad Sci, Inst Mech, Beijing 1008, Peoples R China.
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Comparison of existing poroelastic models for wave damping in a porous seabed 期刊论文
Ocean Engineering, 2003, 卷号: 30, 期号: %%30:1335-1352, 页码: 1335-1352
Authors:  Lin M(林缅);  Jeng DS
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